摘要
通过无承台高强预应力管桩在储罐基础工程中的应用研究实例,在技术上取得了有价值的数据和资料,为今后在同类条件下用无承台高强预应力管桩作为储罐基础提供了成功的经验。
The paper introduce an engineering applied research instance of using no undergoing force slab high intensity prestressed pipe pile as container base . In the instance valued data and information have been gained. It has been offered successful experience of using no undergoing force slab high intensity prestressed pipe pile as container base in the similar condition.
出处
《江苏建筑》
2005年第4期41-43,共3页
Jiangsu Construction
关键词
无承台
高强预应力管桩
储罐基础
试桩
试验
变形
沉降
土压力
No undergoing force slab
High intensity prestressed pipe pile
Container base
Test - pile
Test
Distortion
Descent
Earth pressure